Summary for Test 2020-08-04-4-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214059 DEA: 042K7504 EFIS: 0417000019 |
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DIST-CO-RTE-PM | 04-SCL-152-7.6/M10.2 |
Award Date | 05/24/2019 |
Closeout Date | 04/12/2021 |
Work Description | ROADWAY REHAB, CURB RAMPS, SIGNALS, AND STRIPING UPGRADES. |
Location Description | SANTA CLARA COUNTY IN GILROY FROM 0.3 MILE WEST OF SANTA TERESA BOULEVARD TO ROUTE 101 |
QA Service Level | 1 (Verified on 06/04/2019) |
Sample Information
Sample Taken Date | 08/04/2020 | Sample Unique Key | 4 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | Not set |
Sample type | Verification | A brief description of the sample | 3/8HMA aggregate |
The quantity of what the sample constitutes | 16 bags | From where was the sample collected | Source |
First name of sampler or witnessed by | purvey | Last name of sampler or witnessed by | Shah |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Construction Company | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-24-0009 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Los Banos Plans | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-08-04-4
DIME Test ID: 2020-08-04-4-1
Testing Lab: CT D04 - Hayward DME / District Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-08-05
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Nicholas Shelly
Date of test: 07/08/2020
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
5000 grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
89.9 grams | 98.2 % | |||||
1605 grams | 67.9 % | |||||
203.6 grams | 41.1 % | |||||
300.9 grams | 28.3 % | |||||
344.6 grams | 22.6 % | |||||
438 grams | 10.3 % | |||||
479 grams | 4.9 % | |||||
495.3 grams | 2.76 % | |||||
grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/5/2020 ✔